Temporal effective stress response of soil elements below the base of an excavation in sensitive clay
Journal article, 2024
soft clay
instrumentation
heave
excavation
earth pressure
Author
Johannes Tornborg
Chalmers, Architecture and Civil Engineering, Geology and Geotechnics
Mats Karlsson
Chalmers, Architecture and Civil Engineering, Geology and Geotechnics
Jelke Dijkstra
Chalmers, Architecture and Civil Engineering, Geology and Geotechnics
Canadian Geotechnical Journal
0008-3674 (ISSN) 1208-6010 (eISSN)
Rate-dependent response of excavations and permanent underground structures
Digital Twin Cities Centre, 2021-05-01 -- 2024-06-15.
Swedish Transport Administration (TRV2021/27782), 2021-05-01 -- 2024-06-15.
Driving Forces
Sustainable development
Areas of Advance
Transport
Subject Categories
Geotechnical Engineering
DOI
10.1139/cgj-2023-0355